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1 e A . , ---- - - — i E_ . .. ,. - - - - — ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 3T, = AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET 3'q'`V " {' '` N - AHU -AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, Al FOUNDATION PLAN - o A/C - AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED s 's N ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 STAND 2ND FLOOR PLAN , •., r J n • � r> ALUM - ALUMINUM # -NUMBER :> Ln �� 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN AT -ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 STAIR DETAILS ..: , 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN ' . o AVG -AVERAGE OPNG - OPENING ; Co AIJU i022 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS &ROOF PLAN >;=, , t''E f15 BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS �* BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATED A7 INTERIOR ELEVATIONS BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES ®^ 0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 , BRD -BOARD PNT -PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. 7.SN1 STRUCTURAL NOTES :;.... W BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS _ BTM - BOTTOM PED -PEDESTAL S4 FRAME WALL DETAILS BUC -BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS CAB - CABINET PLT -PLATE TO BE CPVC S6 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD w CLG -CEILING PKT -POCKET SS RETRO FIT DETAILS VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO W CLG HT - CEILING HEIGHT LB -POUND ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.3 PRODUCT APPROVAL v) N � E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING SH 1.0 HURRICANE SHUTTERS > 0 ° CTR -CENTER REQD - REQUIRED L L 'O °? u CJ -CONTROL JOINT R/A -RETURN AIR ❑HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS M N DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERSD p "' `u DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS N ;2 ` t o DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS c E _O 2 0 DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS O `- 8 ° Q DISCON - DISCONNECT SCRN -SCREEN WP 1.0 WATERPROOFING DETAILS — t U DW - DISHWASHER SIM - SIMILAR ❑CHIMNEY &FIREPLACE •� V w 0_N "c DR -DOOR SHLVS -SHELVES CHAP. 10 a L o E DBL - DOUBLE S/R - SHELF & ROD ^ a DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ❑EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL -STEEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE EXT - EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLICING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE (i FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC - VACUUM w w w _j w w o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w o~ ¢ ¢ m ¢ - z o z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) O Q - cn � cn LL- GB - GRAB BAR VIF - VERIFY IN FIELD Q F- c7 CO M J z w U z J � Q CU <a zx OZ200 �o o-0000 z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: 00 CO U a > - w w UJ Fn W W ¢ p 0 GLS -GLASS V -VOLT O Z Q�Q�wQN?wz��v�a. GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: W p it o ~ o Y z Q GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL `L Q o ¢ w HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF W HVAC - HEATING, VENTILATING, AIR CONDITIONING P - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HB - HOSE BIB W - WIDE OR WIDTH HC - HANDICAP WDW - WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING W LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING LGT - LIGHT A.5. DOOR OPENINGS: 1` MAX - MAXIMUM A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING i O MATL - MATERIAL (0 O A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED < ~ co MTL -METAL MECH - MECHANICAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q J MC - MEDICINE CABINET FRAME z LL MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR Of a m C Lq A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z < a SURFACE TO FINISH SURFACE Q Q 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z 0 B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND Z ❑A = STAIR CALL OUT HEIGHT OFHEET NUMBER PLUMB. W - STEP DOWN AlA13E C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: W J O l 'k "' 1 INT ELEV NUMBER C.I. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES O C) STEP DOWN ARROW SHOWS FOOTING CALL OUT - _ C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS co = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR mi ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS l D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N A9 ELEV NUMBER UNLESS OTHERWISE NOTED N ARROW SHOWS p PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE N Oq = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED CN SCHEDULE ELEVATION MARKER N A11 SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE11 1 SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED O ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE O �--ARROW SHOWS LOCATION OF CUT DRAWINGS. ao r DIRECTION OF VIEW co CO O O Or- � N N N N N MULTI VIEW INTERIOR SECTION O O p O O p p ELEVATION MARKER MARKER N N N N N N N O CO Lh CO A -, O N N O 1 p N M i 4 M 4 v- O O O (fl 0 0 0 0 0 C Lo j O Q 0 0 0 0 0 Nj ml 41 tf) O ti JUN cr Z z 0 0W(n NNARSMV 'igTi_'.AL NEViEW ASSIST O (, Q � Q virtual P.eview Assist, Inc. V � Q Flans �,wiew completed and approved a = for compliance with the 2020 FBC 7th (n Z of � Q Edition by Debra Anne Klahr PX2300 �— Q 0 = W o z LENNAR TAMPA DIVISION Q �z C7o 4600 W CYPRESS ST SUITE 200 00 >-Qwo M -ZZU- NOTICE TO BUILDER & ALL SUBCONTRACTORS [V O < < z TAMPA, FL 33607 � 12 Z cn IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q (n z z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z H Q UO LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT QQ HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 0 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z c S z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w J CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION N FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ r.. N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK A r 13, 22 2382 ADS CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE P DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET